31results about How to "Realize factory manufacturing" patented technology

The invention relates to a detachable ventilated photovoltaic curtain wall, which comprises a photovoltaic curtain wall body and a photovoltaic matrix control module, wherein the photovoltaic curtain wall body comprises a framework supporting structure, a wall body outer thermal insulation layer and plate blocks; the framework supporting structure comprises a vertical pile, beams, a buried plate, connecting pieces and adjustable bolts; the detachable ventilated photovoltaic curtain wall is characterized in that: the plate blocks comprise ventilated blade plate blocks and photovoltaic plate blocks; the photovoltaic plate blocks comprises a plate block auxiliary frame, a sandwiched glue photovoltaic cell module and a photovoltaic wiring port; the photovoltaic wiring port is connected with a signal transmission port of a photovoltaic controller; a structural air channel which is formed by spaces and in which air flows conveniently is formed between the wall body thermal insulation layer and the plate blocks; and an air outlet and an air inlet are respectively arranged on the upper part and the lower part of the structural air channel. By the invention, the problems of self-heating during power generation of the photovoltaic plate blocks and inconvenience for disassembly, replacement and repair of the photovoltaic plate blocks in the conventional photovoltaic curtain wall are solved, energy is saved, the self-heating of the plate blocks can be eliminated, and the photovoltaic plate blocks are convenient to disassemble, repair and replace.

The invention discloses a construction method for building a combined type building. The construction method comprises the following steps that (1) prefabricated members are manufactured according to design dimensions, and a foundation is constructed; (2) steel plates or steel bars on each prefabricated wall are welded to corresponding steel plates or steel bars on the foundation, and steel plates or steel bars at the joint between any two mutually connected prefabricated walls are welded; the step (3) or the step (5) is executed; (3) steel plates or steel bars on the prefabricated floor slabs are welded to the corresponding steel plates or steel bars at the top of the prefabricated walls installed in the previous step, and the step (4) is executed; (4) after construction of the first storey of the building is finished, the same construction procedures are carried out on each storey on the basis of the storey below until the top storey; the step (5) is executed; (5) when the top storey of the building is built, steel plates or steel bars on a prefabricated roof are welded to the corresponding steel plates or steel bars at the top of the prefabricated walls of the top storey. The construction method for building the combined type building has the advantages of being environmentally friendly, shortening the construction period and saving a lot of manpower and material resources.

The invention discloses a prefabricated light steel structure factory building and a construction method thereof. The prefabricated light steel structure factory building comprises foundation bases, supporting row columns, supporting T-shaped columns, supporting cross beams, drop supporting members, building frames and skin assemblies. The construction method comprises the steps of assembling thesupporting row columns, assembling supporting foundation columns, raising the beams, manufacturing a roof and manufacturing wall panels. According to the prefabricated light steel structure factory building and the construction method thereof, the structure is simple, and the prefabricated light steel structure factory building and the construction method thereof have the advantages that the weight is light, the steel consumption per unit area is small, industrial manufacture can be realized, and the degree of automation is higher.

The invention provides a buffering energy dissipation anti-collision barrel used for a road and belongs to the field of road traffic safety facilities. The anti-collision barrel comprises a barrel body and barrel pressing sand. The barrel body is an integrated barrel body composed of a semicircular barrel head, a rectangular barrel tail and a sleeve type telescopic rectangular barrel body connected between the barrel head and the barrel tail through a front partition plate and a back partition plate. The barrel head is provided with energy dissipation elastomers and a supporting partition plate. A middle partition plate is arranged between a front barrel body and a back barrel body of the sleeve type telescopic rectangular barrel body. Elastic telescopic energy dissipation devices are positioned to penetrate through the middle partition plate and are connected between the front partition plate and the back partition plate of the telescopic rectangular barrel body. When the barrel body is subjected to exogenic action, the sleeve type telescopic rectangular barrel body compresses the elastomers of the elastic telescopic energy dissipation devices to be contracted through the elastic telescopic energy dissipation devices arranged inside the sleeve type telescopic rectangular barrel body, is backwards compressed along with the elastomers and gradually sleeved outside the back barrel body, so that the buffering impact force is absorbed, the loss caused by impact accidents is reduced, and after the impact force disappears, the barrel body gradually returns to the original state under the action of the elastic telescopic energy dissipation devices.

The invention provides a building method of an assembled low-rise light-steel-structure residence system. The method is characterized by including the steps of S1, laying a foundation slab; S2, mounting the first layer of bottom nose girder on the foundation slab; S3, mounting the Nth layer of internal steel structure component; S4, mounting the Nth layer of outer wall unit plate and inner wall unit plate; S5, mounting the (N+1)th layer of internal steel structure component; S6, laying the (N+1)th layer of bottom plate, and sealing; S7, mounting the (N+1)th layer of outer wall unit plate and inner wall unit plate; S8, roofing. The method has the advantages that the later outer wall decoration problem of the outer protecting wall of a traditional low-rise light-steel-structure residence issolved, various parts are completely assembled in a factory, workers only need to perform on-site hoisting and splicing, assembling rate can reach above 95%, and the construction speed of the assembled low-rise light-steel-structure residence is increased greatly.

The invention discloses a long-life variable residence, which includes a large space structure, wherein, the large space structure fully adopts variable space inside thereof; and the variable space is designed and constructed by a user. The invention also discloses a construction method for the long-life variable residence, which comprises the following steps: 1) the construction of the large space structure is conducted by a construction unit; and 2) design and construction for the variable space by the user include the design of house types and concrete layout; each pipeline is arranged comprehensively and connected with standpipes among public equipments; a movable overhead floor is installed; the functional separation is achieved through inner movable partition boards according to the design house types; an integral kitchen and an integral washroom are installed, so as to achieve the connection among the integral kitchen, the integral washroom and each pipeline indoors. The large space structure in the invention fully adopts variable space inside thereof, the movable overhead floor layer has the detachable performance, and the pipeline capable of being freely mounted is arranged between the movable overhead floor layer and a lower floorboard, thereby breaking through limitation of difficult reconstruction for the house types of traditional residence.

The invention discloses an optical cable and a cable laying method applied to an intelligent substation, aiming to solve the problems of inflexible structure and poor maintainability during traditional cable laying. The key points of the technical solution are step a, ground ditching; step b, outer Laying of tank boxes; step c, laying of supporting bridges; step d, laying of inner tank boxes; step e, laying power cables, control cables and optical cables in three groups of inner tank boxes; step f, inner layer tank boxes at branches Laying; step g, the tank box is closed. The optical cable and cable laying method applied to the intelligent substation of the present invention have more flexible installation structure and strong maintainability.

The invention provides a method for realizing online centralized intelligent injection control of sewage treatment reagents. According to the invention, a set of centralized injection control devicesis utilized; a plurality of sewage treatment reagents are designed to be centralized in a skid-mounted spill base and to be centralizedly placed on a foundation platform on site, so an occupied floorarea is greatly reduced and maintenance and management are more centralized and convenient. In particular, the method can realize both on-site and remote automatic online centralized intelligent injection control of a variety of sewage treatment reagents in the skid-mounted spill base, so the automation degree of the sewage treatment reagents is increased, and centralized control and storage of data such as running time, real-time flow, operating temperature, operating pressure, accumulated operating data and equipment outage states can be realized through intelligent control program and hardware in a control box. The method is very suitable for realizing remote online monitoring. A skid-mounted modularized integral structure enables factory manufacturing and long-distance transportation to be realized and also facilitates on-site installation and debugging.

The invention provides a high-strength thermal insulation composite wall, a manufacturing method thereof and a house adopting the high-strength thermal insulation composite wall. The high-strength thermal insulation composite wall comprises a wall frame and a composite wall board. The wall frame is a metal framework and comprises a first frame body close to the inside of the wall and a second frame body close to the outside of the wall from outside to inside. A gap is formed between the first frame body and the second frame body. The first frame body and the second frame body are separated by a certain distance and hinged in a dot mode. The high-strength thermal insulation composite wall with inner and outer veneers adopts the metal wall frame, the high-strength load-bearing of the wall can be achieved, the wall frame is formed by assembling the two parts which are separated in a dot hinged mode, broken bridge isolation is achieved, a heat conduction source of an external steel structure can be effectively isolated, and internal wall heat can be reduced.

The invention provides a fabricated prefabricated comprehensive pipe gallery and a mounting method. The fabricated prefabricated comprehensive pipe gallery is formed by assembling a plurality of prefabricated pipe joints; each prefabricated pipe joint comprises a bottom plate, a top plate, a first side plate and a second side plate; connecting cavities are formed in the connecting positions of every two of the bottom plates, the top plates, the first side plates and the second side plates; a connecting part and a plugging device are arranged in each connecting cavity; an outer vertical plate which is bent downwards is arranged at the outer side, forming a connecting cavity structure, of the top plate, and an outer vertical plate which is bent upwards is arranged at the outer side, forminga connecting cavity structure, of the bottom plate; an expansion joint is formed between the outer vertical plate on the top plate and the outer vertical plate on the bottom plate; and the expansion joint is in water-stop sealing connection. According to the fabricated prefabricated comprehensive pipe gallery and the mounting method, the structure is reasonable, assembly is convenient and fast, connection is stable, waterproof and reliable, the applicability is extremely high, the steps of the construction method are simple, and the operability is extremely high.

The invention mainly discloses a modified type extensible steel-concrete combined precast wall with ribbed profile steel. The modified type extensible steel-concrete combined precast wall comprises I-shaped steel, stiffening plates, steel mesh reinforcements and concrete; the I-shaped steel comprises a web and flange plates on two sides, the stiffening plates are arranged on the web in a distributed mode and parallel to the flange plates, the height of each stiffening plate is smaller than half of the height of each flange plate, the steel mesh reinforcements cover the surfaces of the stiffening plates, and the concrete is poured between the flange plates of the I-shaped steel. According to the modified type extensible steel-concrete combined precast wall, the material performance advantages that the steel is light in weight and high in strength and the concrete is great in rigidity are brought into play, the materials are saved better, the environmental pollution is reduced, the living condition is improved, and the social benefits are increased.

The invention relates to a steel box girder bridge deck slab structure and a paving method. The steel box girder bridge deck slab structure comprises a steel box girder (1), a concrete module cushion layer (2) and an asphalt layer (3) which are sequentially arranged from bottom to top, wherein the concrete module cushion layer (2) is clamped on the steel box girder (1). Compared with the prior art, the steel box girder bridge deck slab structure can ensure road quality of the steel box girder bridge and can also improve the maintainability of the road.